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Stress changes and seismicity monitoring of hard coal longwall mining in high rockburst risk areas

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    0491714 - ÚGN 2019 RIV GB eng J - Journal Article
    Koníček, Petr - Waclawik, Petr
    Stress changes and seismicity monitoring of hard coal longwall mining in high rockburst risk areas.
    Tunnelling and Underground Space Technology. Roč. 81, č. 81 (2018), s. 237-251. ISSN 0886-7798. E-ISSN 1878-4364
    R&D Projects: GA MŠMT(CZ) LO1406; GA MV VG20102014034
    Institutional support: RVO:68145535
    Keywords : stress changes * seismicity * rockburst * rockburst prevention
    OECD category: Civil engineering
    Impact factor: 3.942, year: 2018
    https://www.sciencedirect.com/science/article/pii/S0886779817308763

    Rockburst represents a very dangerous phenomenon in deep underground mining as well as in underground constructions in unfavourable conditions (great depth, high horizontal stress, proximity of important tectonic structures, etc.). The rockburst problem relates to the natural and mining conditions of the rock mass. It is very difficult to decide which of the factors prevails, but we generally assume that it is the occurrence of competent rock layers in the rock mass. The destress blasting method is a very important rockburst control technique aims to competent rocks. The case study describes the control of rockburst risk by destress blasting in an example of a longwall of the Upper Silesian Coal Basin. Monitoring of stress changes and induced seismicity was implemented in the selected longwall here and a description of these techniques is given. The paper describes the natural, geomechanical, and mining conditions of the investigated locality in detail. Stress changes ahead of the advancing longwall face as well as registered induced seismicity depending on the longwall advance are analysed, including the application of the destress blasting technique. Stress release efficiency, as one goal of the destress blasting technique, is analysed according to the registered seismicity using the authors’ own methodology: seismic effect calculation.
    Permanent Link: http://hdl.handle.net/11104/0285346

     
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